Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice PDF
Preview Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice
Lecture Notes in Applied and Computational Mechanics 91 Theodoros Triantafyllidis Editor Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice Lecture Notes in Applied and Computational Mechanics Volume 91 Series Editors Peter Wriggers, Institut für Baumechanik und Numerische Mechanik, Leibniz Universität Hannover, Hannover, Niedersachsen, Germany Peter Eberhard, InstituteofEngineering andComputational Mechanics, University of Stuttgart, Stuttgart, Germany This series aims to report new developments in applied and computational mechanics-quickly,informallyandatahighlevel.Thisincludesthefieldsoffluid, solid and structural mechanics, dynamics and control, and related disciplines. The applied methods can be of analytical, numerical and computational nature. The series scope includes monographs, professional books, selected contributions from specialized conferences or workshops, edited volumes, as well as outstanding advanced textbooks. Indexed by EI-Compendex, SCOPUS, Zentralblatt Math, Ulrich’s, Current Mathematical Publications, Mathematical Reviews and MetaPress. More information about this series at http://www.springer.com/series/4623 Theodoros Triantafyllidis Editor Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice 123 Editor Theodoros Triantafyllidis Institute of Soil Mechanics andRockMechanics (IBF) Karlsruhe Institute of Technology Karlsruhe, Germany ISSN 1613-7736 ISSN 1860-0816 (electronic) Lecture Notesin AppliedandComputational Mechanics ISBN978-3-030-28515-9 ISBN978-3-030-28516-6 (eBook) https://doi.org/10.1007/978-3-030-28516-6 ©SpringerNatureSwitzerlandAG2020 Thisworkissubjecttocopyright.AllrightsarereservedbythePublisher,whetherthewholeorpart of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission orinformationstorageandretrieval,electronicadaptation,computersoftware,orbysimilarordissimilar methodologynowknownorhereafterdeveloped. The use of general descriptive names, registered names, trademarks, service marks, etc. in this publicationdoesnotimply,evenintheabsenceofaspecificstatement,thatsuchnamesareexemptfrom therelevantprotectivelawsandregulationsandthereforefreeforgeneraluse. The publisher, the authors and the editors are safe to assume that the advice and information in this book are believed to be true and accurate at the date of publication. Neither the publisher nor the authors or the editors give a warranty, expressed or implied, with respect to the material contained hereinorforanyerrorsoromissionsthatmayhavebeenmade.Thepublisherremainsneutralwithregard tojurisdictionalclaimsinpublishedmapsandinstitutionalaffiliations. ThisSpringerimprintispublishedbytheregisteredcompanySpringerNatureSwitzerlandAG Theregisteredcompanyaddressis:Gewerbestrasse11,6330Cham,Switzerland Preface Thetransitionfromconventionaltoalternativeorrenewableenergyproductionisa challengeforgeotechnicalengineeringinmanyaspects.Thegeotechnicalexpertise is needed for the renaturation of the open cast mining operation areas and the releaseofthefieldasarecreationareaaroundtheresiduallakesforthepublic.This steprequiresmethodsforsoilimprovementandadesignoftheslopestoresistwave and seismic actions. The generation of energy from renewable sources—like wind—is booming worldwide.The development oflargerturbines forrepoweringpurposesaswellas thelargerbladescauseslargeloadingsontowerandfoundationsystemsonshoreas well as offshore, and special attention for limit state design as well as for ser- viceability states has to be paid in order to ensure a safe operation for the lifetime due to the high-cycle fatigue loading applied to the supporting structures. For the realization of the foundation structures, smart design procedures and methods of installation have to be developed. The simulation of installation processes for geotechnical engineering is an extremely challenging task and requires sophisticated descriptions of the soil behavior and numerical tools to cope with large deformations taking into account the interaction with multiphase materials under dynamic excitation. In this book, the recent development in fundamental research on constitutive modelingofgranularandclayeymaterialsunderconsiderationofhistoriotropyand dilatancy effects is addressed as well as computational analyses for high-cycle loading on geotechnical structures are presented. The recent development of design tools and construction processes is briefly discussed, and methods for monitoring the ground deformations are outlined. Theeditorlikestoexpresshissincerethankstoallcontributorsfortheireffortsto preparethemanuscripts,andmyspecialthanksarededicatedtoMrs.Meiningerfor the help to organize and prepare the submission to Springer. v vi Preface Thebookcontainssomecontributions,whichareconsideredtobebreakthrough papers for the scientific community in the field of soil mechanics and foundation engineering, and the editor likes to wish to all the readers of the book enjoyment and an increase of knowledge. September 2019 Theodoros Triantafyllidis Contents Constitutive and Numerical Modelling Constitutive Modelling of Multiporous Lumpy Soils . . . . . . . . . . . . . . . 3 Ivo Herle, X. S. Shi, and Christian Karcher A Constitutive Model with a Historiotropic Yield Surface for Sands . . . 13 Carlos Eduardo Grandas Tavera, Theodoros Triantafyllidis, and Lukas Knittel Geomechanical Influences of Interface Dilatancy . . . . . . . . . . . . . . . . . . 44 A. P. S. Selvadurai State-Dependent Dilatancy of Soils: Experimental Evidence and Constitutive Modeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Merita Tafili and Theodoros Triantafyllidis On FE Modeling of Two-Phase Media Using the up-Discretization . . . . 85 Andrzej Niemunis Possibilities and Limitations of ALE Large Deformations Analyses in Geotechnical Engineering. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 Frank Rackwitz Approaches for the Design of Foundations for Offshore Wind Turbines: A Review Based on Comparisons with HCA-Based Models. . . 113 Hauke Zachert and Torsten Wichtmann Behaviour of Granular Soils Under Uni- and Multidimensional Drained High-Cyclic Loading. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136 Torsten Wichtmann and Lukas Knittel Soil Dynamics and Structural Dynamics Shear Wave Based Screening Method for Liquefaction Evaluation . . . . 169 J. Yang vii viii Contents A Study on the Wave Dispersion in Concrete Due to Damage; Numerical Observations and Theoretical Predictions. . . . . . . . . . . . . . . 183 Georgios Livitsanos, Abdul Bashit Ahmadi, Dimitrios G. Aggelis, Theodore V. Gortsas, and Demosthenes Polyzos Longitudinal Shock Waves in Soil . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 199 Vladimir A. Osinov Renaturation of Open Cast Mining Areas Geotechnical Aspects in Designing the Permanent Slopes of Future Lakes in Opencast Mines in the Rhenish Lignite Mining Area . . . . . . . 221 Dieter Dahmen Coupled Numerical Simulations for Seismic Hazard Assessment of Large Opencast Slopes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 237 Jan Machaček, Carlos Eduardo Grandas Tavera, and Theodoros Triantafyllidis Infrastructure Projects and Monitoring Concepts Prediction and Control of Ground Deformations for Mechanized Tunneling in Clays with Mixed Face Conditions . . . . . . . . . . . . . . . . . . 267 Andrew J. Whittle and Vasiliki Founta Two Neighbouring Tunnels in Saturated Soil Under Blast Loading. . . . 281 Vladimir A. Osinov and Stylianos Chrisopoulos In Situ Stress Assessment Based on Width and Depth of Brittle Borehole Breakouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 297 Eleni Gerolymatou and Alexandros Petalas Foundation Engineering: Challenges and Achievements Geotechnical Challenges for the Numerical Prediction of the Settlement Behaviour of Foundations in Rosenheim’s Seeton. . . . . . . . . 323 Roberto Cudmani, Daniel Rebstock, and Joshua Schorr Diaphragm Wall Technique – Planning, Execution and Development over the Last 65 Years. . . . . . . . . . . . . . . . . . . . . . . . 347 Gebhard Dausch Stability and Large Deformations of Slender Structures Supported by Soil Materials. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355 Matthias Baeßler, Pablo Cuellar, Falk Lüddecke, and Albrecht Victor Excavation Pits: Calculation Methods . . . . . . . . . . . . . . . . . . . . . . . . . . 370 Achim Hettler and Theodoros Triantafyllidis Contents ix Traces of Prof. Triantafyllidis in Bochum . . . . . . . . . . . . . . . . . . . . . . . 383 Diethard König, Achim v. Blumenthal, and Meisam Goudarzy Author Index.. .... .... .... ..... .... .... .... .... .... ..... .... 409
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